Indian Army Tender

Soil Invesigation 4 , Soft Rock

Soil Invesigation 5 , Hard Rock

Soil Invesigation 6 , Collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxingsealingpackingtransporting to the lab.

Soil Invesigation 7 , Carrying out standard penetration test SPT as per IS 2131 including collection of disturbed soil samples in bore holes at every 1.0m depth or at any change of strata and submit the report with all requisite data.

Soil Invesigation 8 , Conducting necessary test on all collected samples of each bore hole which includes the determination of i Atterberg limits ii Natural moisture content iii Wet and dry density iv Soilor particle size using sieve Hydrometer Analysis and shear strength test unconfined compression v Triaxial shear test C determination vi Shrinkage limit vii Consolidation test incl preconsolidation pressure viii Specific gravity test for sandor rock ix Crushing strength of Rock sample x Permeability test xi Testing of water sample including PH determination 02 sample xii Free swelling index xiii Soluble salt content chloride and sulphate xiv Shear strength test un confined compression

Soil Invesigation 9 , Complition and Analysis of Laboratory and field test results and submission of reports in 04 Sets alongwith recommendations for seletions of type of foundation with supporting design details of Retaining wall Gabion Basket Wall and recommendation of SBC etc Complete.

Counsultancy and Topographical survey 1 , Provision of Consultancy services for design of soil stabilization soil retaining structures RCC Retaining wall Gabion Basket Wall Other suitable stabilizaion work at Vayu Vihar consisting of following scope of works Carrying out detailed aerial survey and aerial photography using UAV Drone for the area of subject site Approx area 6500 Sqm and Processing of data and production of 3D Image and Generation of cross section at every 30m and contour plan of the surveyed area and Reviewing the drone surveytopographical survey and geotechnical investigation data and Conducting SRT with 24 electrodes 5m spacing between electrodes and 20m depth and Carry out any other geotechnical investigation as may be required for providing the consultancy services and Determining the root cause for soil subsidence at site and Carrying out analysis for slope stabilizationor landslide mitigation measures which is to include drainage plan and Carrying out analysis for slope stabilizationor landslide mitigation measures which is to include drainage plan and Providing detailed drawing and design for slope stabilizationor landslide mitigation measures 10 Copies of tracing sheetor colour sheetstwo sets of CD and Providing BoQ and Technical specifications as required for slope stabilizationor landslide mitigation measures

Counsultancy and Topographical survey 2 , Provision of Consultancy services for design of soil stabilization soil retaining structures RCC Retaining wall Gabion Basket Wall Other suitable stabilizaion work at Vayu Vihar consisting of following scope of works and Visit by Principal Consultant to the site having minimum experience of 07 Years and executed similar nature of work and RCC Structure shall be design as per IS 456 2000IS 875 1987IS 1893 2016 and ductile detailing as per IS 13920 2016IS 14458 2020 all points and referring all relevant codes incl explanatory notes on such codes and Consultant shall submit all structural drg duly vetted by IITor NIT alongwith soft copy of drgs in CD04 copies alongwith certificate from vetting agency stating thatthe design is meeting relevant code requirements and design of structure is structurally sound and safe and Consultant shall submit quantities of SteelRCC and other materials considered in the wks

Counsultancy and Topographical survey 3 , Inspection of the site during the execution of the work by qualified Senior Geotech Engineer having minimum experience of 05 Years and executed similar nature of the work including all transportaionlodgingboarding and conveyance etc.Minimum Gap bor w two visits should be 02 Months or as per site requirement as directed by EngineerinCharge